HomeMy WebLinkAboutSUB201300113 Approval - Agencies 2013-08-13 4411 We '4111 le
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COMMONWEALTH of VIRGINIA
In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE
State Department of Health FLUVANNA COUNTY(PALMYRA)
1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE)
LOUISA COUNTY(LOUISA)
Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON)
Fax (434)972-4310
Charlottesville, Virginia 22906
September 5,2013
Christopher P. Perez
Department of Community Development
401 McIntire Road, Room 227
Charlottesville,Virginia 22902-4596
RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual
Onsite Sewage Systems for TM 85, Parcel 41.
Dear Mr. Perez:
On August 15,2013,the County of Albemarle requested the Virginia Department of Health(via the Albemarle
County Health Department)review the proposed subdivision plat identified above. This letter is to inform you
that the above referenced subdivision plat is approved for individual onsite sewage systems in accordance with
the provisions of the Code of Virginia, and the Sewage Handling and Disposal Regulations(12 VAC 5-610-10
et seq.,the"Regulations"),(and local ordinances if the locality has authorized the local health department to
accept private evaluations for compliance with local ordinances)..
This request for subdivision review was submitted pursuant to the provisions of§ 32.1-163.5 of the Code of
Virginia which requires the Health Department to accept private soil evaluations and designs from an Onsite
Soil Evaluator(OSE)or a Professional Engineer working in consultation with an OSE for residential
development. This subdivision was certified as being in compliance with the Board of Health's regulations by:
Stephen P. Gooch#1940001284. This subdivision approval is issued in reliance upon that certification.
Pursuant to §360 of the Regulations this approval is not an assurance that Sewage Disposal System
Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically
identified on the above referenced plat as having an approved site for an onsite sewage disposal system,and
unless all conditions and circumstances are present at the time of application for a permit as are present at the
time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage
systems.
This subdivision approval is issued in reliance upon the certification that approved lots are suitable for
"traditional systems,"however actual system designs may be different at the time construction permits are
issued.
This subdivision approval does pertain to the requirements of local ordinances.
Sincerely,
�/. ,2_ RECEIVED
Travis T. Davis
Environmental Health Specialist Senior SEP - 9 2013
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DEVELOPMENT
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COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
Date: 8/15/2013
Teresa Batten
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville, VA 22906
Regarding:
Project Name: SUB 2013-00113 Christopher S. Gordon—Rural Subdivision Plat
Date Submitted: 8/13/13
Dear Ms. Batten:
The County of Albemarle has received an application to develop/subdivide Tax Map 85 Parcel
41. This project requires Health Department approval prior to receiving final County approval.
The applicant has provided a soils report, which is attached. Please review the proposal for
suitable subsurface drainfields that comply with the provisions of Chapter 18, Sections 4.2.2,
4.2.3, 4.2.4, and Chapter 14, Section 310 of the Albemarle County Code.
Should you have any questions or comments please feel free to contact me.
Sincerely,
Christopher P. Perez, Senior Planner
County of Albemarle
Department of Community Development
Division of Zoning and Current Development ONI
401 McIntire Road
Charlottesville, VA 22902
cperezna,albemarle.org
(434)296-5832, ext 3443
Soils Study for Drain Field Sites
Parcels A and B
A Rural Division of Tax Map 85 Parcel 41
Albemarle County
Prepared.for:
Christopher S. Gordon
P.O. Box 162
Batesville, Virginia 22924
Prepared by:
Gooch Engineering& Testing, Inc.
1821 Broadway Street
Charlottesville, VA 22902
August 9, 2013
A Ar to
Page 1 of 5
OSE/PE Report for:
Construction Permit_ Certification Letter_ Subdivision Approval f
Property Location:
911 Address: City:
Lot Parcel A Section Subdivision
GPIN or Tax Map# 85-41 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Christopher S. Gordon
Street: P.O. Box 162
City:Batesville State Virginia Zip Code 22924
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 1821 Broadway Street
City Charlottesville State Virginia Zip Code 22902
PE Name: License#
Address
City State Zip Code
Date of Report 8/9/13 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.)
OSE Cover Page Abbreviated Design Form
Soil Profile Sheet Survey Plat
Soil Information Summary Sheet
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
11 t4
fThe work attached to this cover page has been conducted under an exempt+, to the r .cti g eri i i t ,y
exemption in Code of Virginia Section 54.1-402.11
i recommend that a(select one): construction permit certification left R .a. ro I
be(select one)issued Q denied❑. 4
OSE/PE Signature Date I /*- 3
Soil Profile ?u
Parcel A
A Division of Tax Map 85-41
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
1 0-4 A Reddish gray(5YR 5/2) clay loam 3
4-38 Bt Red(10R 5/8) silty clay loam 3
38-72 C Dark yellowish brown(10YR 6/4) sandy loam 2
2 0-3 A Brown (7.5YR 4/2) clay loam 3
3-10 BE Light reddish brown (5YR 6/4) sandy clay loam 2
10-36 Bt Red (10R 5/8) silty clay loam 3
36-48 Cl Yellowish red (5YR 5/8) sandy clay loam 2
48-72 C2 Yellowish brown (10YR 5/8) sandy loam 2
3 0-2 A Brown (7.5YR 4/2) clay loam 3
2-8 BE Light reddish brown (5YR 6/4) sandy clay loam 2
8-42 Bt Red(10R 5/8) silty clay loam 3
42-60 Bt2 Light red(2.5YR 6/6) clay loam 3
60-72 C Brownish yellow (10YR 6/8) loam 2
4 0-3 A Brown (7.5YR 4/2) clay loam 3
3-6 BE Light reddish brown(5YR 6/4) sandy clay loam 2
6-36 Bt Red(10R 5/8) silty clay loam 3
36-72 C Yellowish brown(10YR 5/8) loam 2
5 0-3 A Dark gray (10YR 4/1) loam 2
3-10 BE Light reddish brown(5YR 6/4) sandy clay loam 2
10-34 Bt Red(10R 5/8) silty clay loam 3
34-58 Bt2 Light red(2.5YR 6/6) clay loam 3
58-72 C Brownish yellow(10YR 6/8) loam 2
6 0-8 A Reddish gray(5YR 5/2) clay loam 3
8-37 Bt Red(10R 5/8) silty clay loam 3
37-40 BC Yellowish red (5YR 5/8) sandy clay loam 2
40-72 C Light yellowish brown (2.5Y 6/4) sandy loam 2
414
Page of -)
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 8/8/13 Submitted to Albemarle County Health Department
Applicant Christopher S. Gordon Telephone Number (434) 823-6000
Address P.O. Box 162 Batesville, Virginia 22924
Owner same Address same
Location Behind 2196 Miller Lake Road
Tax Map 85-41 Subdivision
Block/Section Lot Parcel A
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? IX Yes I` No
Describe gentle side slope
2. Slope 9 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) IX No I— Yes inches
5. Free water present IX No r Yes range in inches
vi..d. Soil percolation rate estimated IX Yes Texture group I II II IV
E No Estimated rate 55 min/inch
7. Permeability test performed Il Yes
Ix No
If yes, note type of test performed and attach
15Z Site Approved: Drainfield to be placed at 48" depth at site designated on permit.
I— Site Disapproved:
Reasons for rejection:
1. I— Position in landscape subject to flooding or periodic saturation.
2. I— Insufficient depth of suitable soil over hard rock.
3. Iv Insufficient depth of suitable soil to seansonal water table.
4. P Rates of absorption too slow.
5. I— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. P Proposed system too close to well.
7. I— Other Specify
i' (attach additional pages if necessary)
I7c4 O
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow, and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the C"primary and reserve area, ❑ only the primary area, ❑ only the reserve
area(check one)for_Parcel A—A Division of TM 85-41 (Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 125'
Estimated Pere. Rate: at at 48" in. (depth) Number of bedrooms(or GPD): 4
2
Conveyance Method : _Gravity Distribution method (specify): Gravity
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 412 Total trench bottom area required: 3296
Area Calculations
Number of trenches 12 Length of trenches: _100'_
Width of trenches: 3' Center to center spacing: 9'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 102' Total trench bottom area provided: _ 3600
The required width is calculated by multiplying the center-to-center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available, especially up and down the slope,than is required.
foi
a '
Page of
AOSE Form E Revised July 18,2007
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rl>�� °L �, Gooch Engineering & Testing, In'I . " -\,-, '�
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Page 1 of 5
OSE/PE Report for:
Construction Permit_ Certification Letter I I Subdivision Approval ✓
Property Location:
911 Address: City:
Lot Parcel B Section Subdivision
GPIN or Tax Map# 85-41 Health Dept ID#
Latitude Longitude
Applicant or Client Mailing Address:
Name: Christopher S. Gordon
Street: P.O. Box 162
City:Batesville State Virginia Zip Code 22924
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 1821 Broadway Street
City State Virginia Zip Code 22902
PE Name: License#
Address
City State Zip Code
Date of Report 8/9/13 Date of Revision#1
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design, etc.)
OSE Cover Page Abbreviated Design Form
Soil Profile Sheet Survey Plat
Soil Information Summary Sheet
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
✓ The work attached to this cover page has been conducted under an exemption to the practice of engineering.specifically the
exemption in Code of Virginia Section 54.1-402.11 ! `
RP
I recommend that a(select one): construction permit❑ certification letter subdiv -'on approval `
be(select one) issued 0 denied❑.
OSE/PE Signature '� �� Date
j74yc._ 20
Soil Profile
Parcel B
A Division of Tax Map 85-41
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
7 0-4 A Very dark gray (10YR 3/1) clay loam 3
4-84 Bt Light reddish brown (5YR 6/4) clay loam 3
8 0-4 A Very dark gray (10YR 3/1) clay loam 3
4-27 Bt Light reddish brown(5YR 6/4) clay loam 3
27-64 Bt2 Red(10R 5/8) clay loam 3
64-84 C Strong brown (7.5YR 5/8) loam 2
9 0-2 A Very dark gray(10YR 3/1) clay loam 3
2-10 Bt Light reddish brown (5YR 6/4) clay loam 3
10-36 Bt2 Red(10R 5/8) clay loam 3
36-84 C Yellowish red (5YR 5/8) loam 2
10 0-4 A Very dark gray(10YR 3/1) clay loam 3
4-38 Bt Light reddish brown (5YR 6/4) clay loam 3
38-66 Bt2 Red(10R 5/8) silty clay loam 3
66-84 Bt3 Light red (2.5YR 6/8) clay loam 3
11 0-4 A Very dark gray(10YR 3/1) clay loam 3
4-30 Bt Red(10R 5/8) silty clay loam 3
30-48 BC Red(10R 5/8) silty clay loam and yellow(10YR 7/8) 3
sandy loam
48-84 C Yellow(10YR 5/8) sandy loam 2
12 0-4 A Very dark gray(10YR 3/1) clay loam 3
4-36 Bt Red(10R 5/8) silty clay loam 3
36-66 Bt2 Yellowish red(5YR 5/8) clay loam 3
66-84 C Dark yellowish brown (10YR 4/6) loam 2
fr.: ,
111, S A
Page -3 of
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 8/8/13 Submitted to Albemarle County Health Department
Applicant Christopher S. Gordon Telephone Number (434) 823-6000
Address P.O. Box 162 Batesville, Virginia 22924
Owner same Address same
Location Behind 2196 Miller Lake Road
Tax Map 85-41 Subdivision
Block/Section Lot Parcel B
SOIL INFORMATION SUMMARY
1. Position in landscape satisfactory? Ig Yes [ No
Describe side slope
2. Slope 12 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table(gray mottling or gray color) IX No 1— Yes inches
5. Free water present IX No P Yes range in inches
,d. Soil percolation rate estimated f Yes Texture group I II II IV
r No Estimated rate 65 min/inch
7. Permeability test performed I Yes
Ix No
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 60" depth at site designated on permit.
Site Disapproved:
Reasons for rejection:
1. 1— Position in landscape subject to flooding or periodic saturation.
2. P Insufficient depth of suitable soil over hard rock.
3. r Insufficient depth of suitable soil to seansonal water table.
4. I— Rates of absorption too slow. (
5. I— Insufficient area of acceptable soil for required drainfield, and/or Reverse Ar .•
6. r Proposed system too close to well.
7. P Other Specify
(attach additional pages if necessary)
Abbreviated Design Form
This form is for use with gravity,pump to gravity, enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the rimary and reserve area, ❑ only the primary area, ❑ only the reserve
area(check one)for Parcel B—A Division of TM 85-41 (Property ID).
Design Basis
Total length of available area: 100' Total width of available area: 125'
Estimated Perc. Rate: 65 at 60" in. (depth) Number of bedrooms (or GPD): 4
1 2
Conveyance Method : Pum Distribution method (specify): Pump
3c
Dispersal system basis Table 5.4 LGMI required?No (Yes/No)
Effluent quality required: Primary (Primary, Secondary,Advanced Secondary)
Square feet per bedroom: 496 Total trench bottom area required: 3968_
Area Calculations
Number of trenches 14 Length of trenches: _100'
Width of trenches: 3' Center to center spacing: 9'
Reserve required? Yes Percent reserve area required: 100
Total width of absorption area required 120'_ Total trench bottom area provided: 4200
The required width is calculated by multiplying the center-to-center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available, especially up and down the slope,than is required.
co),
Page of „ "$
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AOSE Form E Revised July 18,2007
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